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Corrigendum to “Block shear performance of double-line bolted S690 steel angles under uniaxial tension” [Thin-Walled Structures, 2022 (171) 108668] (Thin-Walled Structures (2022) 171, (S0263823121007059), (10.1016/j.tws.2021.108668)) Other
2024-06-01
Authors:  Ke, Ke;  Zhang, Mingyuan;  Yam, Michael CH;  Lam, Angus CC;  Wang, Junjie; et al.
Favorite | TC[WOS]:0 TC[Scopus]:0 | Submit date：2024/05/16
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Jiang,Binhui, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 151, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Jiang,Binhui;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2021/03/11
Design Method  Experiment  Finite Element Model  High Strength Steel  Net Section Resistance  Shear Lag  
Net section resistance of bolted S690 steel angles subjected to tension Journal article
Yam,Michael CH, Ke,Ke, Binhui Jiang, Lam,Angus CC. Net section resistance of bolted S690 steel angles subjected to tension[J]. THIN-WALLED STRUCTURES, 2020, 106722.
Authors:  Yam,Michael CH;  Ke,Ke;  Binhui Jiang;  Lam,Angus CC
Favorite | TC[WOS]:34 TC[Scopus]:35  IF:5.7/5.6 | Submit date：2022/08/06
Shear Lag  Net Section Resistance  High Strength Steel  Experiment  Finite Element Model  Design Method